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HOBAS Line - fo Pipes with a on-icula oss-section HOBAS Line ae glass-einfoced polyeste (GRP) pipes manufactued using the filament winding pocess and designed fo constucting o ehabilitating non-cicula sewes. An ideal solution fo such applications, these special pipes can be made to fit inside the old sewe fo ehabilitation o in vitually any shape equied fo new installations. onsisting of polyeste esin, quatz sand and glass, the pipes ae manufactued to DI 16868 Pat 3. Pipe calibation template Popeties HOBAS Line Pipes ae manufactued on a compute-contolled filament winding machine that can poduce specially shaped pipes with both cicula and non-cicula cosssections up to a diamete of 2900 mm. They ae made of unsatuated polyeste esin to DI 16946 Pat 2, at least type 1130, quatz sand as einfocing mateial of gain size <1.0 mm, and glass ovings to DI 61855 Pats 1 and 2. Duing the winding pocess, all the HOBAS Line Pipes ae also fitted with a sleeve coupling at one end, which has an elastomeic sealing gasket to DI 4060. Afte this pocess is completed, the spigot is milled. An adhesive joint is also available fo special applications. Abasion pefomance was tested using the Damstadt method and the pipes show high abasion esistance ove thei entie sevice life. The jetting esistance was analyzed by Siebet Engineeing onsultants in Oststeinbeck (epot of August 22, 1989 available on equest). Diffeent pipe shapes and wall thicknesses can be supplied and ae selected to cate fo the load cases involved. Design and manufactue of the HOBAS Line thus meets a wide ange of custome specifications. highly esinous outside laye with a filling of quatz sand, appox. 0.5 mm stuctual laye with esin, andom-fibe, winding oving and a filling of quatz sand baie laye: andom-fibe, appox. 1.5 mm highly esinous inside laye with a filling of quatz sand (wea laye), appox. 1.0 mm 2
Joints oupling fo sealing gasket, type I oupling fo bonded seal, type II 100 ±5 15 35 >60 80 85 Goove fo gasket Bonded joint *s Di 1 *s = as pe stuctual calculations *s **s *s = as pe stuctual calculations **s = in singulay cases and depending on wall thickness an inceased outside diamete may occu in the aea of glued joint Di 1 Advantages ustom shaped Vaious lengths Diffeent joint options Full load-beaing capacity Poven jetting esistance High hydaulic capacity etified abasion esistance Rapid constuction pogess o coosion Installation possible in all weathes ombinable with all HOBAS pipe anges onvenient to wok with Stuctual calculations The HOBAS Line Pipes ae calculated taking the shape and installation conditions into account. Stuctual analysis takes into consideation the specifications and ecommendations of the ATV code: ATV M 127 fo ehabilitation and ATV A 127 fo new installations. Tests ae caied out by accedited thid paties and building sites supevised by authoized expets o RAL quality association membes. Key mateial chaacteistics Shot-tem elastic modulus 11.000 /mm 2 Long-tem elastic modulus 6.875 /mm 2 Shot-tem flexual stength 150 /mm 2 Long-tem flexual stength 94 /mm 2 Abasion afte 200,000 load cycles 0.07 mm Lateal inlet D 3
Pofile foms /2 /2 /2 H=2 D Theoetical A L coss section mm sq m m 1,600 1,800 1,543 1,736 1.869 2.366 /2 B=2 D Theoetical A L coss section mm sq m m 3/2 3 /2 B=2 H=3 300/500 400/600 500/750 600/900 680/1050 800/1200 900/1350 1000/1500 1200/1800 1406/1907 407 506 632 758 875 1011 1136 1262 1515 1666 0.130 0.184 0.287 0.414 0.561 0.735 0.930 1.148 1.654 2.178 0,917 D Theoetical A L coss section mm sq m m 0,583 /2 H=3,6 480/800 510/810 400/1000 750/1500 1100/1400 1080/1650 1600/1800 650 671 753 1182 1271 1376 1724 0.32 0.34 0.43 1.08 1.24 1.42 2.31 2.60 2.00 B=2 D Theoetical A L coss section mm sq m m 3/2 7/4 H=2 1360/1570 2680/2590 1469 2618 1.596 5.170 2.00 2.30 3/4 0,5 B=2 Othe shapes available on equest. The infomation and ecommendations heein eflect ou knowledge at the time of publication. They do not howeve constitute a waanty of any kind, expess o implied. Details should always be checked and adjusted fo individual pojects, if necessay. HOBAS Rohe GmbH eseves the ight to change specifications without pio notice and assumes no esponsibility fo eos o omissions. 4
Rehabilitation of an egg-shaped intecepto in Hildesheim Belin-Steglitz stom sewe The fist sewes wee built in the noth Geman town of Hildesheim in 1860. Given that the municipal netwok was designed as a combined sewe, egg-shaped pipes wee the optimum solution fo many sections. The intecepto equiing ehabilitation in the Lange Gaten oad was installed in 1906 and made of concete with a bottom lining. An egg-shaped pipe with a coss-section of D 800/ 1200, its bottom depths anged fom 4.42 m to 9.34 m. It is pimaily used as a stom sewe fo an industial aea, but wastewate fom a pape mill is also dischaged into the pipe at times. Following sewe inspection, the damage was classified as old pipe condition II to ATV M 127. A goundwate level of 2.60 m above the bottom of the old sewe also had to be taken into consideation fo the stuctual dimensioning of the line. Egg-shaped D 680/1050 pipes with a wall thickness of 10 mm wee selected fo ehabilitation. They wee inseted sepaately into the old sewe though a shot shaft at the end of the elining section. Afte being joined, each pipe was pevented fom floating at the cown of the old sewe. The lengths of 2.0 m and 3.0 m combined with the simple jointing system enabled the line pipes to be laid apidly. As a esult, installation was completed within six days. The stom sewes fom the vaious popeties wee connected to the intecepto with laminate hand layup. To check leak tightness, the line was then filled with wate. Finally, the emaining annulus between the line pipe and old sewe was completely filled with special cement (gout). Intensive use and high taffic loads in the Belin distict of Steglitz- Lichtefelde Ost esulted in deteioation of a concete stomwate sewe (hood coss-section 1560x1770 mm). In view of the damage detected and the load conditions, the HOBAS Line Pipes wee calculated on the basis of old pipe condition II to ATV M 127 Pat 2. They wee then manufactued using a calibation template that was a eplica of the old pipe shape. Twomete lengths wee laid in the staight sections of the sewe and one-mete lengths in the cuved sections. HOBAS Line Poducts D 680/1050 fo Relining stoed in font of the access shaft HOBAS Line pipe installation The HOBAS pipes wee joined with push-on couplings bonded in place by laminate hand lay-up. Pecautions wee also taken duing installation to pevent flotation. Afte tightness testing to DI E 1610 pocedue W, gout was injected section by section. View into the ehabilitated sewe Rehabilitated sewe with D 200 laminated inlet 5
Poject HOBAS Sheet Poject - HOBAS Sheet Line Poject Site ADM Date 1. Existing sewe Shape Round Egg O val Squae Tapezium U-shaped Rectangula Othe Sketch Length Total Sections Diamete o b x h Size Size in mm Wall thickness Mateial oncete Bick Steel Asbestos cement ast ion Eathenwae Vitified clay Othe Damage desciption Old pipe condition to ATV M 127 I II III Leaks at joint Open cacks Hai cacks ollapse Diffeences in height Roots Exfiltation Longitudinal diection Longitudinal diection Patial Diffeences in widths Incustations hemical attack icumfeential diection icumfeential diection omplete Infiltation Abasion 6
2. Opeating conditions Type of sewages Domestic Rain wate Stom wate Mixed Industial wastewate Max cove depth Loads Min cove depth Taffic load Max. taffic load in n/mm² Goundwate Gadient (in mm/m o %) Depth above pipe cown Min depth Hydaulic conditions ew gadient, if equied Max depth Requied flow ate (m³/sec) ative: soil goup Altenative: deflection modulus (/mm²) Shaft diamete One-pat sections Wall thickness Length of sections Soil conditions Acces Min manhole D Requied ehabilitaton Seveal-pat section Staigth ompaction avities Insets (e.g. channel) uve Type of joint Bell Tongue and goove Mechanical popeties with/without gasket with/without gasket Elastic modulus Shot-tem Gouting Long-tem Popeties Density [k/m³] Filling depth omponents Hydaulic calculation Ks Flow capacity Shipping equiements otes 7
HOBAS Woldwide HOBAS AG SWITZERLAD HOBAS MAAGEMET GMBH AUSTRIA HOBAS EGIEERIG GMBH HOBAS EGIEERIG + ROHRE AG AUSTRIA SWITZERLAD HOBAS ROHRE GMBH HOBAS BEELUX V/SA HOBAS SYSTEM POLSKA SP. Z O.O. GERMAY BELGIUM POLAD HOBAS FRAE HOBAS BEELUX BV HOBAS PUTKET OY FRAE THE ETHERLADS FILAD HOBAS Z SPOL. S R.O. HOBAS HUGARIA KFT. HOBAS SK SPOL. S R.O. ZEH REPUBLI HUGARY SLOVAK REPUBLI HOBAS BULGARIA EOOD HOBAS PIPE SYSTEMS HOBAS HELLAS LTD BULGARIA ROMAIA GREEE HOBAS ROHRE GMBH HOBAS TUBI S.R.L. HOBAS REPRESETATIVE OFFIE ZAGREB S AUSTRIA S ITALY S ROATIA HOBAS PIPE USA HOBAS AMERIA LATIA, LTDA. USA BRAZIL JOIT VETURES HOBAS TAPO AOZT ÖZDEMIR HOBAS EASTER HOBAS PIPES O., LTD. UZBEKISTA TURKEY HOBAS SADIAVIA AB THAILAD SWEDE +49 (0) 3 95 45 28-0 LIESE PARTERS UITED KIGDOM AUSTRALIA SPAI EGYPT JAPA UITED ARAB EMIRATES HIA KAZAKHSTA _E 7/2004 = HOBAS oth = HOBAS ental S = HOBAS South Poduction Facility 8 HOBAS Engineeing eseve the ight to change the technical specification without notice. HOBAS Rohe GmbH Hellfeld/Gewebepak 1 17034 eubandenbug Gemany Phone +49 395 4528 0 Fax +49 395 4528 100 E-mail hobas@hobasohe www.hobasohe.de